Search found 3 matches
- Sun Nov 29, 2015 11:33 am
- Forum: OpenSees.exe Users
- Topic: Bilin Material (Krawinkler) Parameters
- Replies: 0
- Views: 2237
Bilin Material (Krawinkler) Parameters
Hi everyone i want to model 2d steel Moment frame (WSection Beams & Tube(Box)Section Column) with concentrated plastic hinges but i dont know how making it exactly! my biggest problem is calculating Bilin Material parameters plz help me say about steps & equations that is used for those para...
- Sun Nov 29, 2015 4:01 am
- Forum: OpenSees.exe Users
- Topic: BILIN MATERIAL PROBLEM
- Replies: 11
- Views: 11193
Re: BILIN MATERIAL PROBLEM
hi excuse me how do i calculate these parameters? set K0 19246333.333 set as_Plus 0.0014 set My_Plus 10938. set Lamda_S 1000. set Lamda_C 1000. set Lamda_A 1000. set Lamda_K 1000. set c_S 1.0 set c_C 1.0 set c_A 1.0 set c_K 1.0 set theta_p_Plus 0.02 set theta_pc_Plus 0.16 set Res_Pos 0.4 set theta_u...
- Sat Nov 14, 2015 4:10 am
- Forum: OpenSees.exe Users
- Topic: SELF-CENTERING STEEL MOMENT FRAME - PANELZONE
- Replies: 0
- Views: 2301
SELF-CENTERING STEEL MOMENT FRAME - PANELZONE
HI EveryOne i am trying to model the self-centering steel moment frame (panelzone) but i couldnt figure this out , does anyone know modeling of this example? this model proposed in "COMPARISON OF TWO SELF-CENTERING STEEL MOMENT FRAME MODELING TECHNIQUES: EXPLICIT GAP MODELS, AND NON-LINEAR ROTA...